bar.oofem.out.3
1D test
#
# note this example cannot be processed by run_problem
# because imperfection must be made in input file
#
staticstructural nsteps 15 nmodules 1 \
rtolf 1e-4 MaxIter 200 reqIterations 80 manrmsteps 10 solverType "calm" psi 0.0 hpcmode 1 hpc 2 2 1 stepLength 1.0 lstype 3 smtype 7
errorcheck filename "bar.oofem.in"
domain 1dTruss
OutputManager tstep_all dofman_all element_all
ndofman 4 nelem 3 ncrosssect 1 nmat 2 nbc 2 nic 0 nltf 2
node 5 coords 3 3.000000e+00 0.000000e+00 0.000000e+00 Shared partitions 1 2
node 6 coords 3 4.000000e+00 0.000000e+00 0.000000e+00
node 7 coords 3 5.000000e+00 0.000000e+00 0.000000e+00
node 8 coords 3 6.000000e+00 0.000000e+00 0.000000e+00 Shared partitions 1 0
truss1d 4 nodes 2 5 6 mat 1 crossSect 1
truss1d 5 nodes 2 6 7 mat 1 crossSect 1
truss1d 6 nodes 2 7 8 mat 1 crossSect 1
SimpleCS 1 thick 1.0 width 1.0
idm1 1 d 1.0  E 1.0  n 0.2  e0 1.0 wf 5.0 equivstraintype 1 talpha 0.0
idm1 2 d 1.0  E 1.0  n 0.2  e0 0.97 wf 5.0 equivstraintype 1 talpha 0.0
BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0.0
NodalLoad 2 loadTimeFunction 1 components 1 1.0 reference
ConstantFunction 1 f(t) 1.0
PiecewiseLinFunction 2 nPoints 2 t 2 0.0 1000.0 f(t) 2 1.0 1001.0

